A1_AttachmentA_NFSR104_ConstructionDrawings_240821a.pdf

FOREST LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

NFSR 104 REPAIRS AND

FROM THE BRADSHAW RANGER DISTRICT OFFICE, 344 S. CORTEZ STREET, PRESCOTT, AZ, DRIVE TOWARDS E. CARLETON STREET ON S. CORTEZ STREET FOR 0.4 MILES. TURN RIGHT ONTO E. GURLEY

STREET AND CONTINUE 1.2 MILES. KEEP LEFT ONTO GRANITE MOUNTAIN HOTSHOTS MEMORIAL

HIGHWAY (AZ-89 NORTH) TOWARDS CHINO VALLEY / ASH FORK. CONTINUE 3.6 MILES, THEN CONTINUE TOWARDS N AZ-89 / AZ-89. TAKE THE 2ND EXIT FROM ROUNDABOUT ONTO N. AZ-89 (AZ-89 N). GO FOR

0.7 MILES. TURN RIGHT AND TAKE RAMP ONTO AZ-89A NORTH TOWARD AZ-89A / AZ-69. CONTINUE 6.6 MILES. NFSR 104 AND THE MINGUS SUMMIT REST AREA / PICNIC SITE WILL BE ON THE RIGHT SIDE.

DRAINAGE IMPROVEMENTS

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER

FOREST SUPERVISOR

DATE

R3 TRANSPORTATION PROGRAM MANAGER

5/3 1/2

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ARIZONA

YAVAPAI COUNTY

R03 SOUTHWESTERN REGION

PRESCOTT NATIONAL FOREST

VERDE RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVERSHEET 7/1/24

G-02 ABBREVIATIONS AND SYMBOLOGY 7/1/24

G-03 GENERAL NOTES 8/21/24

G-04

SCHEDULE OF ITEMS AND ESTIMATED

QUANTITIES (DRAINAGE IMPROVEMENTS) 8/21/24

G-05

SCHEDULE OF ITEMS AND ESTIMATED

QUANTITIES (EMERGENCY ROAD REPAIRS) 7/1/24

C-01 SITE PLAN 7/1/24

C-02 SITE 1.1, STA. 8+00, 24" CULVERT 7/1/24

C-03 SITE 6.1, STA. 29+00, 24" CULVERT 7/1/24

C-04 SITE 7.1, STA. 35+25, 24" CULVERT 7/1/24

C-05 SITE 8.1, STA. 44+00, 24" CULVERT 7/1/24

C-06 **OPTION** SITE 9, STA. 46+54, ARCH CULVERT 7/1/24

C-07 SITE 11, STA. 52+62, 36" CULVERTS 7/1/24

C-08 SITE 12, STA. 56+95, 24" CULVERT 7/1/24

C-09 SITE 12.1, STA. 59+74, 30" CULVERT 7/1/24

C-10 SITE 12.2, STA. 62+49, 24" CULVERT 7/1/24

C-11 SITE 13.1, STA. 67+49, 24" CULVERT 7/1/24

C-12 SITE 14.1, STA. 73+99, 24" CULVERT 7/1/24

C-13 SITE DR1, STA. 41+33, 24" CULVERT 7/1/24

C-14 OUTLET SLOPE REPAIR, SITES 3 AND 4 7/1/24

C-15 DITCH AND ROAD REPAIRS, SITES D1 - D7 7/1/24

C-16 DITCH AND ROAD REPAIRS, SITES D7 - D10 7/1/24

C-17 DITCH AND ROAD REPAIRS, SITE D11 7/1/24

C-18 ROAD SECTION AND DITCH REPAIR DETAILS 7/1/24

C-19 CULVERT INSTALLATION AND OUTLET DETAILS 8/21/24

C-20 CULVERT COUPLING AND END SECTION

DETAILS 7/1/24

C-21 SIGN POST AND OBJECT MARKER DETAILS 7/1/24

D-01 MANUFACTURER DRAWING; ARCH CULVERT 5/10/24

D-02 MANUFACTURER DRAWING; ARCH CULVERT 5/10/24

D-03 MANUFACTURER DRAWING; ARCH CULVERT 5/10/24

D-04 MANUFACTURER DRAWING; ARCH CULVERT 5/10/24

D-05 MANUFACTURER DRAWING; ARCH CULVERT 5/10/24

D-06 MANUFACTURER DRAWING; ARCH CULVERT 5/10/24

D-07 MANUFACTURER DRAWING; ARCH CULVERT 5/10/24

D-08 MANUFACTURER DRAWING; ARCH CULVERT 5/10/24

D-09 MANUFACTURER DRAWING; ARCH CULVERT 5/10/24

D-10 MANUFACTURER DRAWING; ARCH CULVERT 5/10/24

PROJECT MAP

NFSR 104

BRADSHAW RANGER

DISTRICT OFFICE

DIRECTOR OF ENGINEERING

DATE

DATE

DATE

DATE

08/21/2024

RYAN NICHOLSON Digitally signed by RYAN NICHOLSON Date: 2024.06.07 12:20:38 -07'00'

TODD WILLARD Digitally signed by TODD WILLARD Date: 2024.06.07 17:54:20 -07'00'

MARJORIE APODACA Digitally signed by MARJORIE APODACA Date: 2024.06.10 10:11:56 -06'00'

Andrew Shriver (FOR) Digitally signed by Andrew Shriver (FOR) Date: 2024.06.21 10:38:17 -07'00'

MARIA MCGAHA Digitally signed by MARIA MCGAHA Date: 2024.06.21 18:06:55 -06'00'

6/7/24

6/7/24

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/3 1/2

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R03

SOUTHWESTERN

NFSR 104

REPAIRS AND

DRAINAGE

IMPROVEMENTS

PRESCOTT NATIONAL

FOREST

VERDE RANGER DISTRICT

ABBREVIATIONS AND

SYMBOLOGY

07/01/2024

R. POLANCO

R. POLANCO

T. WEBER

G-02 002 036

SHEET NAMING CONVENTION GENERAL SYMBOLOGY GENERAL SYMBOLOGY LINE SYMBOLOGY

A-01

DISCIPLINE

G - GENERAL

V - SURVEY / MAPPING

X - DEMOLITION

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

F - FIRE PROTECTION

P - PLUMBING

M - MECHANICAL (HVAC)

E - ELECTRICAL

T - TELECOMMUNICATIONS

Z - CONTRACTOR /

SHOP DRAWINGS

SHEET NUMBER

WITHIN SERIES

X

XXX

X

XXX

ARROW INDICATES DIRECTION

OF SECTION CUT

SECTION LETTER

SHEET WHERE

SECTION IS LOCATED

FULL BUILDING SECTION CUT MARKER

X

XXX

SECTION LETTER

FLAG INDICATES

DIRECTION OF

SECTION CUT

SHEET WHERE

SECTION IS LOCATED

SECTION CUT MARKER

X

XXX

SECTION LETTER

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SECTION TITLE

SECTION

3/8" = 1'-0"

XXX

FOR REFERENCING DETAILS INCLUDED IN THE DRAWING SET

SHEET WHERE

DETAIL IS LOCATED *

DETAIL MARKER

DETAIL

NUMBER

FOR REFERENCING DETAILS BOUND IN

SPECIFICATIONS OR SEPARATE VOLUME

DETAIL MARKER

XXXXX

XXX

FOR REFERENCING DETAILS INCLUDED IN THE DRAWING SET

SHEET NUMBER WHERE

DETAIL IS LOCATED *

DETAIL TITLE

DETAIL

3/8" = 1'-0"

DETAIL

NUMBER

* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS, OR DETAILS THAT

ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS, OR DETAILS THAT ARE LOCATED ON THE

SAME SHEET THEY ARE CUT OR CALLED OUT ON.

SINGLE ELEVATION OR PHOTO MARKER

X

XXX

INTERIOR

XXX

X

EXTERIOR

ARROW INDICATES

POINT OF VIEW

SHEET WHERE

ELEVATION IS

LOCATED *

ELEVATION NUMBER

X

XXX

X

X

X X

MULTIPLE ELEVATION OR PHOTO MARKER

SHEET WHERE

ELEVATION IS

LOCATED *

ELEVATION NUMBER

ARROW INDICATES POINT

VIEW OF ELEVATION

XXX

X ELEVATION

3/8" = 1'-0"

ELEVATION IDENTIFICATION

NUMBER

SHEET WHERE POINT OF

VIEW MARKER IS LOCATED

ELEVATION TITLE

TARGET ELEVATION

# KEY NOTE

DESIGNATION

CONSTRUCTION LIMITS

CENTERLINE / COLUMN GRID

EXISTING FENCE / BARRIER

PROPOSED FENCE / BARRIER

CONTROL POINT

SHOULDER LIMIT / START OF 3:1

SLOPE TO EXISTING GRADE

EXISTING - MAJOR CONTOUR

EXISTING - MINOR CONTOUR

DESIGN - MAJOR CONTOUR

DESIGN - MINOR CONTOUR

GENERAL

CL = CENTERLINE

CMP = CORRUGATED METAL PIPE

CO = CONTRACTING OFFICER

GF = GOVERNMENT FURNISHED

NFSR = NATIONAL FOREST SYSTEM ROAD

NTS = NOT TO SCALE

TYP = TYPICAL

AGENCIES

ADOT= ARIZONA DEPARTMENT OF

TRANSPORTATION

FHA = FEDERAL HIGHWAY ADMINISTRATION

MAG = MARICOPA ASSOCIATION OF

GOVERNMENTS

OSHA= OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

USFS = U.S. FOREST SERVICE

POINTS

PC = POINT OF CURVE

POC = POINT ON CURVE

PRC = POINT OF REVERSE CURVATURE

PT = POINT OF TANGENCY

GRADING & DRAINAGE

ABC = AGGREGATE BASE COURSE

CONC= TOP OF CONCRETE

FL = FLOW LINE

NG = NATURAL GROUND / GRADE

PAVE = TOP OF PAVEMENT

ROAD= TOP OF ROAD SURFACE

S/W = TOP OF SIDEWALK

TOP = TOP OF BANK / BERM

TOE = TOE OF DITCH

T/C = TOP OF CURB

T/T = TOP OF TRAIL

COMMON ABBREVIATIONS

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/2 1/2

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R03

SOUTHWESTERN

NFSR 104

REPAIRS AND

DRAINAGE

IMPROVEMENTS

PRESCOTT NATIONAL

FOREST

VERDE RANGER DISTRICT

GENERAL NOTES

08/21/2024

R. POLANCO

R. POLANCO

T. WEBER

G-03 003 036

G1. DEFINITIONS

THE "CONTRACTING OFFICER" AS REFERENCED HERIN

REFERS TO THE GOVERNMENT CONTRACTING OFFICER

OVERSEEING THE CONTRACT. THE "CONTRACTOR" AS

REFERENCED HEREIN REFERS TO THE COMPANY OR PERSON

PERFORMING THE INSTRUCTED WORK.

G2. SCOPE

THE NOTES ON THIS SHEET AND THE STANDARD DETAILS ARE

GENERAL AND APPLY TO THE ENTIRE PROJECT WHETHER

SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE

ARE SPECIFIC INDICATIONS TO THE CONTRARY ON THE

DRAWING SHEETS. IF THERE ARE QUESTIONS, THEY SHALL BE

SUBMITTED TO THE CONTRACTING OFFICER AND ANSWERED

IN WRITING PRIOR TO CONSTRUCTION.

G3. STANDARD DETAILS

THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE

USED ON THIS PROJECT. IF CONDITIONS ARE NOT EXPLICITLY

SHOWN ON THE DRAWINGS, THEY SHALL BE MADE SIMILAR

TO THE STANDARD DETAILS.

G4. APPLICABLE SPECIFICATIONS AND CODES

CONSTRUCTION SHALL BE PER THE LATEST VERSION OF THE

APPLICABLE ENERGY, ELECTRICAL, PLUMBING, MECHANICAL,

AND BUILDING CODES, OR THE CONSTRUCTION PLANS,

WHICHEVER IS MORE STRINGENT.

G5. COMPLETE & OPERABLE SYTEMS

FURNSH AND INSTALL COMPLETE AND OPERABLE SYSTEMS

AND FEATURES OF WORK. IF THERE IS AN OMISSION ON THE

PLANS, SUCH OMISSION SHALL NOT BE CONSTRUED TO

MEAN THAT THE CONTRACTOR IS NOT REQUIRED TO

FURNISH OR PROVIDE ALL THAT IS NECESSARY FOR

COMPLETE AND OPERABLE SYSTEMS AND FEATURES OF

WORK.

G6. ANY CHANGES TO THE DESIGN AS SHOWN MUST BE

REVIEWED AND APPROVED BY THE CONTRACTING OFFICER

BEFORE CHANGES ARE MADE. THIS INCLUDES CHANGES

REQUESTED BY THE CONTRACTOR AND SUBCONTRACTORS.

G7. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE

BLUE STAKE TO MARK AND IDENTIFY UNDERGROUND

UTILITIES PRIOR TO EXCAVATION.

G8. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION

AS REQUIRED TO COORDINATE NEW CONSTRUCTION.

SUBMIT REQUIRED CHANGES FOR APPROVAL.

G9. CONTRACTORS WORKING WITHIN THE PROJECT

BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL

JURISDICTIONAL SAFETY LAWS AND REGULATIONS.

G10. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY

PERMITS AND ASSOCIATED FEES, AS REQUIRED, TO PERFORM

THE WORK.

G11: CONTRACTOR EQUIPMENT

EQUIPMENT SHALL BE OF THE APPROPRIATE SIZE, TYPE, AND

MODEL, AND IN GOOD WORKING CONDITION, SUITABLE FOR

THE WORK REQUIRED. OPERATORS SHALL BE COMPETENT,

EXPERIENCED, AND CERTIFIED IN THE OPERATION OF

EQUIPMENT. EQUIPMENT SHALL HAVE SAFETY SIGNING AND

APPURTENANCES REQUIRED BY OSHA, SUCH AS ROLLOVER

PROTECTION (ROPS), FIRE SUPPRESSION DEVICES, LIGHTS,

AND SLOW-MOVING VEHICLE SIGNS. GRADING EQUIPMENT

MUST BY CAPABLE OF CUTTING, CROWNING, AND SHAPING

MATERIAL TO PERFORM THE TASKS OUTLINED IN THE

PROJECT. EQUIPMENT SHALL BE MADE AVAILABLE FOR

INSPECTION PRIOR TO NOTICE TO PROCEED. IF, AT ANY TIME

DURING THE CONTRACT, THE EQUIPMENT IS DEEMED

UNSATISFACTORY OR UNSAFE, THE CONTRACTING OFFICER

MAY REQUIRE REMOVAL AND REPLACEMENT AT NO

EXPENSE TO THE GOVERNMENT. ANY MOVEMENT OR

TRANSPORTATION OF EQUIPMENT TO OR FROM WORK

AREAS TO REPAIR OR REPLACE EQUIPMENT, OR FOR THE

CONTRACTOR'S CONVENIENCE, SHALL BE AT THE

CONTRACTOR'S EXPENSE.

PRIOR TO ENTERING FOREST LANDS, ENSURE EQUIPMENT IS

WASHED, CLEANED, AND INSPECTED FOR NOXIOUS WEEDS,

SOIL, VEGETATIVE MATTER, AND OTHER DEBRIS.

PARTICULARLY THE EQUIPMENT UNDERCARRIAGE.

G12. ARCHEOLOGICAL DISCOVERY

IN THE EVENT OF INADVERTENT DISCOVERY OF POSSIBLE

ARCHEOLOGICAL RESOURCES, STOP WORK IN THE

IMMEDIATE VICINITY AND CONTACT THE CONTRACTING

OFFICER. SECURE THE AREA AND RELOCATE WORK TO

ANOTHER AREA OF THE PROJECT.

G13. PRESERVATION OF NATURAL FEATURES

A. PREVENT DAMAGE TO NATURAL SURROUNDINGS.

RESTORE DAMAGED AREAS, REPAIRING OR REPLACING

DAMAGED TREES AND PLANTS, AT NO COST TO THE

GOVERNMENT.

B. DO NOT REMOVE, INJURE, OR DESTROY TREES OR

OTHER PLANTS WITHOUT PRIOR APPROVAL, OR AS

INDICATED IN THE CONTRACT.

C. SUPERVISE EXCAVATING, GRADING, BACKFILLING,

AND OTHER OPERATIONS NEAR TREES TO PREVENT

DAMAGE.

G14. CONTRACTOR USE OF PREMISES

LIMIT USE OF PREMISES TO WORK WITHIN THE

CONSTRUCTION LIMITS. DO NOT DISTURB PORTIONS OF THE

SITE BEYOND WHERE CONSTRUCTION LIMITS ARE

INDICATED.

G15. WORK SCHEDULING

NORMAL WORKING HOURS FOR CONSTRUCTION ARE 0700

TO 1900, MONDAY THROUGH FRIDAY. REQUESTS FOR

ADDITIONAL HOURS REQUIRES WRITTEN APPROVAL BY THE

C.O. WITH SEVEN (7) DAYS ADVANCED NOTICE.

G16. ONSITE UTILITIES

THERE ARE NO WATER OR ELECTRICAL, OR SANITARY

UTILITIES AVAILABLE.

X1. WHEN THE TERMS "REMOVE", "DISPOSE",

"DEMOLISH", OR "DEMO" ARE USED, DISPOSE LEGAL OFFSITE

IN ACCORDANCE WITH APPLICABLE LOCAL, COUNTY, STATE,

AND FEDERAL JURISDICTIONS. ANY SALVAGE VALUE AS A

RESULT OF THE WORK SHALL BE INCLUDED IN THE INITIAL

BIDDING DOCUMENT.

C1. CULVERT END SECTIONS NOT INCLUDED IN THE

CONTRACT. DETAILS ARE FOR REFERENCE ONLY.

C2. WATER FOR COMPACTION AND OTHER CONSTRUCTION

ACTIVITIES IS INCIDENTAL TO THE PAY ITEMS, AND THE

CONTRACTOR IS RESPONSIBLE FOR SECURING WATER

SOURCE.

GENERAL NOTES GENERAL NOTES (CONT'D) GENERAL NOTES (CONT'D)

WORK SUMMARY

PROJECT WORK INCLUDES CULVERT

REPLACEMENTS (WHILE ABANDONING THE

EXISTING CULVERTS IN PLACE), NEW CULVERT

INSTALLATIONS, RIPRAP OUTLET PROTECTION, AND

DITCH MAINTENANCE / RECONDITIONING.

NFSR 104 PROJECT CLOSURES

NFSR 104 REQUIRES ONE-LANE ACCESS DURING

THE PROJECT WITH THE FOLLOWING EXCEPTIONS:

08/31/2024 - 09/02/2024: BOTH LANES OPEN

08/29/2025 - 09/01/2025: BOTH LANES OPEN

11/04/2024 - 11/08/2024: ROAD CLOSURE PERMITTED

0700 - 1900, AND ACCOMMODATING TRAFFIC AFTER

WORKING HOURS.

02/09/25 - 02/23/25: COMPLETE ROAD CLOSURE.

10/12/25 - 10/26/25: COMPLETE ROAD CLOSURE.

THE CONTRACTOR MAY CLOSE BOTH LANES FOR

DURATIONS OF NO MORE THAN THIRTY (30)

MINUTES.

CONTRACTOR SHALL PROVIDE ADEQUATE SIGNING,

BARRICADES, FLAGGERS, ETC. AND TAKE

NECESSARY SAFETY MEASURES TO PROTECT THE

PUBLIC DURING CONSTRUCTION, PER MUTCD,

OSHA, SECT. 156. PROVIDE TEMPORARY TRAFFIC

CONTROL PLAN FOR APPROVAL.

NFSR 104 STAGING AREA

CONTRACTOR STAGING WILL BE PERMITTED AT THE

MINGUS SUMMIT REST AREA / PICNIC SITE. THE

AREA IS APPROXIMATELY 200' BY 100', AND

CONTAINS PICNIC TABLES AND A VAULT TOILET.

OVERNIGHT CAMPING BY THE CONTRACTOR IS

PERMITTED AT THE SITE. VAULT WILL BE PUMPED

BY THE FOREST PRIOR TO MOBILIZATION. IF VAULT

TOILET IS USED BY THE CONTRACTOR, IT SHALL BE

PUMPED AT THE CONCLUSION OF THE PROJECT AT

THE CONTRACTOR'S EXPENSE.

**OPTION ITEM**

1. REMOVE ALL EXISTING OBJECT MARKER SIGNS

AND POSTS. RE-USE POSTS FOR NEW

INSTALLATIONS.

2. INSTALL TYPE 2 OBJECT MARKERS (OM2-2V,

ALUMINUM, 6"H X 12"W, YELLOW, HIGH-INTENSITY

REFLECTIVE SHEETING TYPE III OR IV, ON

U-CHANNEL POST, AT ALL NEW AND EXISTING

CULVERT LOCATIONS [2 POSTS & 4 OBJECT

MARKERS PER CULVERT, MARKING EACH END].

SIGN (OBJECT MARKER) NOTES

**OPTION ITEM**

ROCK EXCAVATION

1. ROCK MAY BE ENCOUNTERED 9" BELOW

PAVEMENT SURFACE, WHERE THE TOP OF THE OLD

ROAD SURFACE BEGINS.

2. ROCK EXCAVATION SHALL CONSIST OF

EXCAVATION OF SUBSTANCE WHICH CANNOT BE

EXCAVATED BY RIPPING AND MUST BE REMOVED

BY ROCK SAWING OR HAMMERING. RIPPING IS

DEFINED AS EXCAVATION AT A RATE OF AT LEAST

150-IN-PLACE CUBIC YARDS PER HOUR USING A 400

HORSEPOWER CRAWLER TRACTOR OR

EQUIVALENT, EQUIPPED WITH AN ADJUSTABLE,

SINGLE SHANK, ONE-FOOT LONG (MINIMUM) RIPPER

TOOTH, CAPABLE OF WITHSTANDING FULL

HYDRAULIC DOWN PRESSURE. ALL BOULDERS OR

OTHER DETACHED STONES EACH HAVING A

VOLUME OF ONE CUBIC YARD OR MORE, SHALL BE

CONSIDERED ROCK EXCAVATION. ROCK

EXCAVATION SHALL BE MEASURED WITHIN THE

EXTENT OF THE REQUIRED TRENCH WIDTH AND

DEPTH.

TRENCHING

TRENCH SHORING IS REQUIRED FOR TRENCHES 5'

DEEP OR GREATER, PER OSHA. COSTS SHALL BE

INCIDENTAL TO EXCAVATION ACTIVITIES UNDER

SECTION 209, AND INCLUDED FOR THE FEATURE OF

WORK, PER SITE. REFERENCE

HTTPS://WWW.OSHA.GOV/SITES/DEFAULT/FILES/

PUBLICATIONS/TRENCH_EXCAVATION_FS.PDF

NFSR 104 CONSTRUCTION SEASON

DUE TO WILDLIFE RESTRICTIONS, WORK MAY ONLY

OCCUR BETWEEN SEPTEMBER 1ST THROUGH

MARCH 31ST.

OBJECT MARKER NOTES (CONT'D)

3. THE MINIMUM MOUNTING HEIGHT (MEASURED

FROM THE BOTTOM OF THE OBJECT MARKER TO

THE ELEVATION OF THE NEAR EDGE OF THE

TRAVELED WAY), SHALL BE 4'.

4. INSTALL SUCH THAT THE EDGE OF THE OBJECT

MARKER THAT IS CLOSEST TO THE ROAD BE IN LINE

WITH THE CLOSEST EDGE OF THE OBSTRUCTION.

5. INSTALL OBJECT MARKERS ON A SINGLE

U-CHANNEL POST, DOUBLE-SIDED (2 OBJECT

MARKERS PER POST).

08/21/24

ADD CLOSURES AND

WATER CLARIFICATION

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NFSR 104 - DRAINAGE IMPROVEMENTS

ITEM NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

SITE 1.1 STA. 8+00, NEW CULVERT, 24", 40'

204 (01) DITCH BLOCK, DITCH RELIEF LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 22 CY 3'W X 40'L X 5'D

209 (02) PIPE BEDDING EQ 2 LCY

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION EQ 1 CY

301 (01) AGGREGATE BASE EQ 2 LCY

403 (01) ASPHALT EQ 2 TON

602 (01) CULVERT, CMP, 24", 40' AQ 1 EA

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

SITE 6.1 STA. 29+00, NEW CULVERT, 24", 65'

204 (01) DITCH BLOCK, DITCH RELIEF LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 36 CY 3'W X 65'L X 5'D

209 (02) PIPE BEDDING EQ 3 LCY

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION EQ 1 CY

301 (01) AGGREGATE BASE EQ 2 LCY

403 (01) ASPHALT EQ 2 TON

602 (01) CULVERT, CMP, 24", 65' AQ 1 EA

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

SITE 7.1 STA. 35+25, NEW CULVERT, 24", 40'

204 (01) DITCH BLOCK, DITCH RELIEF LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 22 CY 3'W X 40'L X 5'D

209 (02) PIPE BEDDING EQ 2 LCY

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION EQ 1 CY

301 (01) AGGREGATE BASE EQ 2 LCY

403 (01) ASPHALT EQ 2 TON

602 (01) CULVERT, CMP, 24", 40' AQ 1 EA

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

SITE DR1 STA. 41+33, NEW CULVERT, 24", 40'

204 (01) DITCH BLOCK, DITCH RELIEF LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 22 CY 3'W X 40'L X 5'D

209 (02) PIPE BEDDING EQ 2 LCY

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION EQ 1 CY

301 (01) AGGREGATE BASE EQ 2 LCY

403 (01) ASPHALT EQ 2 TON

602 (01) CULVERT, CMP, 24", 40' AQ 1 EA

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

SITE 8.1 STA. 44+00, NEW CULVERT, 24", 40'

204 (01) DITCH BLOCK, DITCH RELIEF LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 22 CY 3'W X 40'L X 5'D

209 (02) PIPE BEDDING EQ 2 LCY

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION EQ 1 CY

301 (01) AGGREGATE BASE EQ 2 LCY

403 (01) ASPHALT EQ 2 TON

602 (01) CULVERT, CMP, 24". 40' AQ 1 EA

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

NFSR 104 - DRAINAGE IMPROVEMENTS

ITEM

NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

SITE 11 STA. 52+62, REPLACE CULVERTS, 36", 70'

204 (01) DITCH BLOCK, DITCH RELIEF LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 181 CY 10'W X 70'L X 7'D

209 (02) PIPE BEDDING EQ 12 LCY

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION EQ 3 CY

301 (01) AGGREGATE BASE EQ 7 LCY

403 (01) ASPHALT EQ 5 TON

602 (01) CULVERT, CMP, 36", 70' AQ 2 EA

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

SITE 12 STA. 56+95, REPLACE CULVERT, 24", 55'

204 (01) DITCH BLOCK, DITCH RELIEF LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 31 CY 3'W X 55' X 5'D

209 (02) PIPE BEDDING EQ 2 LCY

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION EQ 1 CY

301 (01) AGGREGATE BASE EQ 2 LCY

403 (01) ASPHALT EQ 2 TON

602 (01) CULVERT, CMP, 24", 55' AQ 1 EA

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

SITE 12.1 STA. 59+74, NEW CULVERT, 30", 60'

204 (01) DITCH BLOCK, DITCH RELIEF LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 44 CY 4'W X 60' X 5'D

209 (02) PIPE BEDDING EQ 4 LCY

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION EQ 1 CY

301 (01) AGGREGATE BASE EQ 2 LCY

403 (01) ASPHALT EQ 2 TON

602 (01) CULVERT, CMP, 30", 60' AQ 1 EA

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

SITE 12.2 STA. 62+49, NEW CULVERT, 24", 45'

204 (01) DITCH BLOCK, DITCH RELIEF LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 25 CY 3'W X 45' X 5'D

209 (02) PIPE BEDDING EQ 2 LCY

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION EQ 1 CY

301 (01) AGGREGATE BASE EQ 2 LCY

403 (01) ASPHALT EQ 2 TON

602 (01) CULVERT, CMP, 24", 45' AQ 1 EA

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

SITE 13.1 STA. 67+49, NEW CULVERT, 24", 55'

204 (01) DITCH BLOCK, DITCH RELIEF LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 31 CY 3'W X 55' X 5'D

209 (02) PIPE BEDDING EQ 2 LCY

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION EQ 1 CY

301 (01) AGGREGATE BASE EQ 2 LCY

403 (01) ASPHALT EQ 2 TON

602 (01) CULVERT, CMP, 24", 55' AQ 1 EA

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

NFSR 104 - DRAINAGE IMPROVEMENTS

ITEM

NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

SITE 14.1 STA. 73+99, NEW CULVERT, 24", 40'

204 (01) DITCH BLOCK, DITCH RELIEF LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 22 CY 3'W X 40'L X 5'D

209 (02) PIPE BEDDING EQ 2 LCY

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION EQ 1 CY

301 (01) AGGREGATE BASE EQ 2 LCY

403 (01) ASPHALT EQ 2 TON

602 (01) CULVERT, CMP, 24", 40' AQ 1 EA

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

SITE 9 STA. 46+54, ARCH CULVERT, 60', PURCHASE & DELIVERY

602 (01) SOIL REPORT, BEARING CAPACITY LSQ 1 LS

602 (02) SHOP DRAWINGS, ARCH CULVERT LSQ 1 LS

602 (03) ARCH CULVERT AND HEADWALLS LSQ 1 LS

602 (04) DELIVERY, TO JOBSITE LSQ 1 LS

SITE 9 STA. 46+54, ARCH CULVERT, 60', INSTALL

204 (01) CHANNEL CLEANING, RESHAPING LSQ 1 LS

209 (01) STRUCTURE EXCAVATION EQ 193 CY 16'W X 65'L X 5'D

209 (02) STRUCTURE FOUNDATION LSQ 1 LS

209 (03) STRUCTURE BACKFILL LSQ 1 LS

209 (04) SAMPLING AND TESTING LSQ 1 LS

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION AQ 10 CY

251 (02) RIPRAP, CLASS 2, CHANNEL SLOPE EQ 10 CY

301 (01) AGGREGATE BASE EQ 9 LCY 16'W X 22'L X 6"D

403 (01) ASPHALT EQ 7 TON 16'W X 22'L X 3"D

403 (02) SAMPLING AND TESTING LSQ 1 LS

602 (01) CULVERT / FOUNDATION FULL INSTALL LSQ 1 LS

634 (01) PERMANENT PAVEMENT MARKING LSQ 1 LS

NFSR 104 - DRAINAGE IMPROVEMENTS

ITEM

NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

**OPTION** SIGN AND OBJECT MARKER INSTALLATION

718 (01) SIGN POST, U-CHANNEL, INSTALLATION

HARDWARE, ETC. AQ 1 EA UP TO 50 TO BE

AWARDED

718 (02) OBJECT MARKER, OM2-2V AQ 1 EA UP TO 100 TO BE

AWARDED

718 (03) SIGN POST AND OBJECT MARKER (2),

INSTALL ONLY AQ 1 EA UP TO 50 TO BE

AWARDED

**OPTION** ROCK EXCAVATION, FOR CULVERTS, NON-BLASTING (HAMMERING), AS NEEDED

209 (01) ROCK EXCAVATION AQ 1 CY

NFSR 104 - EARTHWORK QUANTITIES

SITE

TOTAL

EXCAVATION

CULV

ERT

PIPE

BEDDING

FILL / EXCESS

MATERIAL (+)

(CY) (CY) (CY) (CY)

1.1 22 4.7 2.0 (+) 6.7

6.1 36 7.6 3.0 (+) 10.6

7.1 22 4.7 2.0 (+) 6.7

DR1 22 4.7 2.0 (+) 6.7

8.1 22 4.7 2.0 (+) 6.7

9 193 123.0 40.0 (+) 163.0

11 181 37.7 12.0 (+) 49.7

12 31 6.4 2.0 (+) 8.4

12.1 44 10.9 4.0 (+) 14.9

12.2 25 5.2 2.0 (+) 7.2

13.1 31 6.4 2.0 (+) 8.4

14.1 22 4.7 2.0 (+) 6.7

STRUCTURE BACKFILL LINE ITEMS

INCLUDE LEAN CONCRETE SLURRY

AND CLASS A-1, A-2, A-3 FOR

CULVERT BACKFILL. 1

EARTHWORK QUANTITIES NOT

ADJUSTED FOR CONCRETE

BACKFILL. ALL EXCESS BACKFILL

TO BE UTILIZED ONSITE.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/2 1/2

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SOUTHWESTERN

NFSR 104

REPAIRS AND

DRAINAGE

IMPROVEMENTS

PRESCOTT NATIONAL

FOREST

VERDE RANGER DISTRICT

SCHEDULE OF ITEMS

AND ESTIMATED

QUANTITIES (DRAINAGE

IMPROVEMENTS)

08/21/2024

R. POLANCO

R. POLANCO

T. WEBER

G-04 004 036

LEAN CONCRETE NOTE;

08/21/24SITE 9 AS BASE BID ITEM

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DEFINITIONS

AQ ACTUAL (CONTRACT) QUANTITY

EQ ESTIMATED (DESIGN) QUANTITY

LSQ LUMP SUM QUANTITY

CY CUBIC YARDS (IN PLACE)

EA EACH

LCY LOOSE CUBIC YARDS

LF LINEAR FEET

LS LUMP SUM

SF SQUARE FEET

SY SQUARE YARDS

TN TONS

ASPHALT TONNAGE CALCULATION

(160 lb/ft^3) * (project area in sf) * (asphalt thickness in ft) / (2000 lb/ton)

ABC TONNAGE CALCULATION

(140.0 lb/ft^3) * (project area in sf) * (ABC thickness in ft) / (2000 lb/ton)

ABC LOOSE CUBIC YARDS CALCULATION

(project area in sf) * (ABC thickness in ft) / (27 ft^3/cy) * (1.3 compaction factor)

NFSR 104 - EMERGENCY ROAD REPAIRS

ITEM

NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

151 (01) MOBILIZATION LSQ 1 LS

156 (01) TEMPORARY TRAFFIC CONTROL LSQ 1 LS

SITES 1, 2, 3, 4, 5, 6, 7, 8, 10, 13, 14

251 (01) RIPRAP, CLASS 1, DITCH BLOCK FACE AQ 11 CY 1CY/SITE

303 (01) DITCH BLOCK, REPAIR & RESHAPE AQ 11 EA

303 (02) DITCH RELIEF, REPAIR & RESHAPE LSQ 1 LS 11 SITES

SITE 3 STA. 17+35, OUTLET EROSION REPAIR

204 (01) UNCLASSIFIED BORROW AQ 20 CY

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION AQ 20 CY

SITE 4 STA. 20+90, OUTLET EROSION REPAIR

204 (01) UNCLASSIFIED BORROW AQ 20 CY

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION AQ 20 CY

SITE D1 STA. 5+45 TO STA. 6+80, ROAD AND DITCH REPAIRS

251 (01) RIPRAP, CLASS 1, DITCH ARMORING EQ 15 CY 3' X 1' X 135'

303 (01) DITCH CLEANING, RECONDITIONING EQ 135 LF

303 (02) ROAD BASE, SHOULDER EQ 4 LCY 3" X 3' X 135'

418 (01) ASPHALT PATCH & SAFETY EDGE EQ 6 TON 3" X 2' X 135'

SITE D2 STA. 12+30 TO STA. 13+40, ROAD AND DITCH REPAIRS

251 (01) RIPRAP, CLASS 1, DITCH ARMORING EQ 12 CY 3' X 1' X 110'

303 (01) DITCH CLEANING, RECONDITIONING EQ 110 LF

303 (02) ROAD BASE, SHOULDER EQ 4 LCY 3" X 3' X 110'

418 (01) ASPHALT PATCH & SAFETY EDGE EQ 5 TON 3" X 2' X 110'

SITE D3 STA. 19+60 TO STA. 20+45, ROAD AND DITCH REPAIRS

251 (01) RIPRAP, CLASS 1, DITCH ARMORING EQ 10 CY 3' X 1' X 85'

303 (01) DITCH CLEANING, RECONDITIONING EQ 85 LF

303 (02) ROAD BASE, SHOULDER EQ 3 LCY 3" X 3' X 85'

418 (01) ASPHALT PATCH & SAFETY EDGE EQ 4 TON 3" X 2' X 85'

SITE D4 STA. 21+00 TO STA. 21+75, ROAD AND DITCH REPAIRS

251 (01) RIPRAP, CLASS 1, DITCH ARMORING EQ 8 CY 3' X 1' X 75'

303 (01) DITCH CLEANING, RECONDITIONING EQ 75 LF

303 (02) ROAD BASE, SHOULDER EQ 3 LCY 3" X 3' X 75'

418 (01) ASPHALT PATCH & SAFETY EDGE EQ 3 TON 3" X 2' X 75'

SITE D5 STA. 30+70 TO STA. 31+40, ROAD AND DITCH REPAIRS

251 (01) RIPRAP, CLASS 1, DITCH ARMORING EQ 8 CY 3' X 1' X 70'

303 (01) DITCH CLEANING, RECONDITIONING EQ 70 LF

303 (02) ROAD BASE, SHOULDER EQ 3 LCY 3" X 3' X 70'

418 (01) ASPHALT PATCH & SAFETY EDGE EQ 3 TON 3" X 2' X 70'

NFSR 104 - EMERGENCY ROAD REPAIRS

ITEM

NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

SITE D6 STA. 32+00 TO STA. 32+20, ROAD AND DITCH REPAIRS

251 (01) RIPRAP, CLASS 1, DITCH ARMORING EQ 2 CY 3' X 1' X 20'

303 (01) DITCH CLEANING, RECONDITIONING EQ 20 LF

303 (02) ROAD BASE, SHOULDER EQ 1 LCY 3" X 3' X 20'

418 (01) ASPHALT PATCH & SAFETY EDGE EQ 1 TON 3" X 2' X 20'

SITE D7 STA. 32+80 TO STA. 34+60, ROAD AND DITCH REPAIRS

251 (01) RIPRAP, CLASS 1, DITCH ARMORING EQ 20 CY 3' X 1' X 180'

303 (01) DITCH CLEANING, RECONDITIONING EQ 180 LF

303 (02) ROAD BASE, SHOULDER EQ 7 LCY 3" X 3' X 180'

418 (01) ASPHALT PATCH & SAFETY EDGE EQ 7 TON 3" X 2' X 180'

SITE D8 STA. 35+20 TO STA. 38+20, ROAD AND DITCH REPAIRS

251 (01) RIPRAP, CLASS 1, DITCH ARMORING EQ 33 CY 3' X 1' X 300'

303 (01) DITCH CLEANING, RECONDITIONING EQ 300 LF

303 (02) ROAD BASE, SHOULDER EQ 11 LCY 3" X 3' X 300'

418 (01) ASPHALT PATCH & SAFETY EDGE EQ 12 TON 3" X 2' X 300'

SITE D9 STA. 42+30 TO STA. 43+30, ROAD AND DITCH REPAIRS

251 (01) RIPRAP, CLASS 1, DITCH ARMORING EQ 11 CY 3' X 1' X 100'

303 (01) DITCH CLEANING, RECONDITIONING EQ 100 LF

303 (02) ROAD BASE, SHOULDER EQ 4 LCY 3" X 3' X 100'

418 (01) ASPHALT PATCH & SAFETY EDGE EQ 4 TON 3" X 2' X 100'

SITE D10 STA. 50+00 TO STA. 51+72, ROAD AND DITCH REPAIRS

251 (01) RIPRAP, CLASS 1, DITCH ARMORING EQ 19 CY 3' X 1' X 172'

303 (01) DITCH CLEANING, RECONDITIONING EQ 172 LF

303 (02) ROAD BASE, SHOULDER EQ 6 LCY 3" X 3' X 172'

418 (01) ASPHALT PATCH & SAFETY EDGE EQ 7 TON 3" X 2' X 172'

SITE D11 STA. 55+75, ASPHALT REPAIR AND PATCH

418 (01) ASPHALT PATCH EQ 1 TON 10' X 6'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/3 0/2

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SOUTHWESTERN

NFSR 104

REPAIRS AND

DRAINAGE

IMPROVEMENTS

PRESCOTT NATIONAL

FOREST

VERDE RANGER DISTRICT

SCHEDULE OF ITEMS

AND ESTIMATED

QUANTITIES

(EMERGENCY ROAD

REPAIRS)

07/01/2024

R. POLANCO

R. POLANCO

T. WEBER

G-05 005 036

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/1 7/2

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SOUTHWESTERN

NFSR 104

REPAIRS AND

DRAINAGE

IMPROVEMENTS

PRESCOTT NATIONAL

FOREST

VERDE RANGER DISTRICT

SITE PLAN

07/01/2024

R. POLANCO

R. POLANCO

T. WEBER

C-01 006 036

SHEET NOTES

1. COORDINATE SYSTEM: NAD83 ARIZONA STATE PLANE, CENTRAL ZONE, INTERNATIONAL FOOT.

2. COORDINATE SYSTEM IS NOT TIED TO LOCAL CONTROL. WORK LOCATIONS AND STATIONING ARE APPROXIMATE. FINAL WORK LOCATIONS WILL BE STAKED ON THE GROUND BY THE CONTRACTOR AND

APPROVED BY THE GOVERNMENT PRIOR TO THE COMMENCEMENT OF WORK.

3. EXISTING SURFACE DATA IS BASED ON 2018 / 2020 LIDAR DATA. THE ROAD WAS PAVED IN OCTOBER 2020 WITH 3" ASPHALT OVER 6" ABC OVER THE EXISTING ROAD SURFACE. THE LIDAR SURFACE MAY NOT REPRESENT THIS ELEVATION CHANGE. FIELD ADJUST CULVERT INLET/OUTLET ELEVATIONS AS NEEDED, MAINTAINING THE DESIGN SLOPE WITHIN +/- 1%.

4. AT ALL NEW AND REAPLACEMENT CULVERT LOCATIONS:

A) REMOVE AND SAWCUT PAVEMENT IN ACCORDANCE WITH SPEC. 418.03.

B) INSTALL CULVERTS PER DETAILS 1, 2, AND 6, SHEET C-19, AND SPEC. 602.

C) INSTALL RIPRAP OUTLET PROTECTION PER DETAIL 3, SHEET C-19.

D) INSTALL OR REPAIR DITCH RELIEF AND DITCH BLOCKS PER DETAILS 4 AND 5, SHEET C-19.

E) PLACE ABC AND ASPHALT PER DETAILS 1, 2 AND 4, SHEET C-18, AND SPEC. 301 AND 403, RESPECTIVELY.

F) INSTALL YELLOW PAVEMENT MARKING TYPE B, WATERBORNE, WITH TYPE 1 GLASS BEADS, PER

SECT. 634.

5. AT REPLACEMENT LOCATIONS, ABANDON CULVERTS IN PLACE PER 203.04.

6. EXCESS FILL MATERIAL SHALL BE USED TO BUILD DITCH BLOCKS; CONSTRUCT DITCH RELIEF

TRANSITIONS; AND REPAIR CULVERT OUTLET EROSION AREAS, WITHIN THE PROJECT AREA.

Feet 0 500 1000

SITE 1 (EXISTING)

STA. 5+60

18" CULVERT

DITCH BLOCK REPAIR

SITE 1.1 (NEW)

STA. 8+00

24" CULVERT

NFSR 104

START STA. 0+00

SITE 2 (EXISTING)

STA. 10+40

24" CULVERT

DITCH BLOCK REPAIR

SITE 3 (EXISTING)

STA. 13+75

18" CULVERT

OUTLET EROSION & DITCH BLOCK/RELIEF REPAIR

SITE 4 (EXISTING)

STA. 17+35

18" CULVERT

OUTLET EROSION & DITCH BLOCK/RELIEF REPAIR

SITE 5 (EXISTING)

STA. 20+90

18" CULVERT

DITCH BLOCK / DITCH RELIEF REPAIR

SITE 6 (EXISTING)

STA. 25+90

18" CULVERT

DITCH BLOCK / DITCH RELIEF REPAIR

SITE 6.1 (NEW)

STA. 29+00

24" CULVERT

SITE 7 (EXISTING)

STA. 31+85

18" CULVERT

DITCH BLOCK / DITCH RELIEF REPAIR

SITE 7.1 (NEW)

STA. 35+25

24" CULVERT

SITE 8 (EXISTING)

STA. 38+70

18" CULVERT

DITCH BLOCK / DITCH RELIEF REPAIR

**OPTION**

SITE 9 (REPLACE)

STA. 46+54

ARCH BOX CULVERT

CHANNEL RESHAPING

SITE 10 (EXISTING)

STA. 50+50

18" CULVERT

DITCH BLOCK / DITCH RELIEF REPAIR

SITE DR1 (NEW)

STA. 41+33

24" CULVERT

SITE 8.1 (NEW)

STA. 44+00

24" CULVERT

SITE 11 (REPLACE)

STA. 52+62

EXIST. 24" CULVERTS (X2)

NEW 36" CULVERTS (X2)

SITE 12 (REPLACE)

STA. 56+95

EXIST. 18" CULVERT

NEW 24" CULVERT

SITE 12.1 (NEW)

STA. 59+74

30" CULVERT

SITE 12.2 (NEW)

STA. 62+49

24" CULVERT

SITE 13 (EXISTING)

STA. 65+00

24" CULVERT

DITCH BLOCK / DITCH RELIEF REPAIR

SITE 13.1 (NEW)

STA. 67+49

24" CULVERT

SITE 14 (EXISTING)

STA. 71+55

18" CULVERT

DITCH BLOCK / DITCH RELIEF REPAIR

SITE 14.1 (NEW)

STA. 73+99

24" CULVERT

NFSR 104

END STA. 77+39

CONTRACTOR STAGING

MINGUS SUMMIT / REST AREA

NFSR 413

TO PIT LOCATION

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8+00

-9.3%

-7.0%

8+00.00

70957100

39.94' of 24" Corrugated Steel @ 5.88%ALIGNMENT: NFSR104

STA: 8+10.39

OFF: 17.99' L

NORTHING: 1348103.02

EASTING: 630195.79

ALIGNMENT: NFSR104

STA: 7+90.42

OFF: 16.59' R

NORTHING: 1348131.18

EASTING: 630167.47

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OFFSET (FEET)

8+00.00

0 10 200-10-20-30

-5.9%

OFF: -20.78

ELEV: 7104.34

OFF: 19.16

ELEV: 7101.99

40'

EXISTING

GROUND

EXISTING

GROUND

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/3 1/2

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NFSR 104

REPAIRS AND

DRAINAGE

IMPROVEMENTS

PRESCOTT NATIONAL

FOREST

VERDE RANGER DISTRICT

SITE 1.1, STA. 8+00

24" CULVERT

07/01/2024

R. POLANCO

R. POLANCO

T. WEBER

C-02 007 036

Feet 0 10 20

PLAN VIEW

PROFILE VIEW

EXCAVATE INLET

AS SHOWN. INSTALL

DITCH BLOCK

AND DITCH RELIEF

C-19

C-19

C-19

RIPRAP OUTLET

PROTECTION; EXCAVATE

OUTLET TO BE FLUSH WITH

INVERT

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